The effective spans for a simple one-way slab system, with an overhang are indicated in the figure below. The specified ultimate design loads on the slab are 6.0 kN/m2 and 4.5 kN/m2 for dead loads and live loads respectively. Considering the possibility of live loads not occuring simultaneously on both span, determine the maximum spacing (in mm units) of 8 mm diameter bars required as bottom reinforcement in the span AB, assuming an effective depth of 125 mm. Assume M 20 concrete and Fe 415 steel. A В C 3.5 m - 41.5 m

The effective spans for a simple one-way slab system, with an overhang are indicated in the figure below. The specified ultimate design loads on the slab are 6.0 kN/m2 and 4.5 kN/m2 for dead loads and live loads respectively. Considering the possibility of live loads not occuring simultaneously on both span, determine the maximum spacing (in mm units) of 8 mm diameter bars required as bottom reinforcement in the span AB, assuming an effective depth of 125 mm. Assume M 20 concrete and Fe 415 steel. A В C 3.5 m - 41.5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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